MPGF-Chimakurthy (M)

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD

Construction of Granular Sub-Base by providing well graded HBG material (Grading III material) (Table 400.2) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 402 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of Engineer in charge.1 , including Over Head But excluding Seignorage Charges and GST desired density, complete as per Technical Specification Clause 401 MORD / MORTH. but excluding VAT & Seigniorage charges. desired density, complete as per Technical Specification Clause 401 MORD / MORTH. but excluding VAT & Seigniorage charges.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

Shoulders are Filling the Selected Earth for Levelling the site as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH but excluding GST & Seigniorage charges. for Shoulders.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling in foundation with Stone dust trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials and curing charges but including unskilled wages etc., complete for finished item of work for Foundations Bed

Providing concrete for plain/reinforced concrete RCC M -15 in open foundations using 40 mm, 20mm and 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Drain walls.

Plastering with CM (1:5), 12 mm thick including cost and conveyance of all materials and Labour charges etc complete.

Clearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps. etc complete. SSR from ROAD & BRIDGE WORKS RATES OF MATERIALS & WORK ITEMS ..112(d) of current SSR (2025-26). MAT-00482

Construction of Sub Grade with Quarry waste(Table 400.13) by mix in place method normal construction of granular sub base by providing Quarry waste material spreading in uniform layers with motor graded on prepared surfce mixing by mix in place method with rotavator at once and compacting with Vibratory Roller 80-100 kN r to achive the desired density complete as per clause 401.4 as per technical specification clause 408 MORD